CN209468200U - A kind of biological delaying basin integral type sponge system of novel waterwheel joint - Google Patents
A kind of biological delaying basin integral type sponge system of novel waterwheel joint Download PDFInfo
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- CN209468200U CN209468200U CN201920121114.XU CN201920121114U CN209468200U CN 209468200 U CN209468200 U CN 209468200U CN 201920121114 U CN201920121114 U CN 201920121114U CN 209468200 U CN209468200 U CN 209468200U
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- waterwheel
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- river water
- delaying basin
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Abstract
The utility model belongs to river water in city body processing technology field.In order to realize the purified treatment to river water in city body, the utility model proposes a kind of novel waterwheels to combine biological delaying basin integral type sponge system.The system, including biological waterwheel and biological delaying basin；The biology waterwheel, including waterwheel, baffle and bucket；Baffle be equipped with it is composite porous, and it is composite porous on be attached with microbe colony；Biological delaying basin includes vegetable layer and sand stone layer, wherein the vegetable layer is located at the top of the sand stone layer and takes root into the sand stone layer；It is connected between biological waterwheel and biological delaying basin by gutter, the river water that gutter can pour out bucket is drained in biological delaying basin.The novel waterwheel of the utility model combines biological delaying basin integral type sponge system, and the purified treatment to river water in city body not only may be implemented, but also can mitigate the financial burden of river water body purification while improving the appearance of the city city's looks.
Description
Technical field
The utility model belongs to river water in city body processing technology field, and in particular to a kind of novel waterwheel joint biology
Delaying basin integral type sponge system.
Background technique
With the continuous variation of weather, semiarid and arid area city aboriginal for city livable property demand not
It is disconnected to improve, while city inland river has great meaning for the improvement of the humanity in a city, landscape and urban micro-climate
Justice.
However, in the most cities in China, the considerations of for flood control, inland river changes through overcure and canalization mostly
It makes, to meet its index of specifically controlling flood and draining flooded fields.This way has not only broken up the shoal structure of community of river channel natural revetment, causes
Make animals and plants habitat loss, and thus causes to reduce the aseptic biomass of water quality and greatly reduce river
Environmental capacity of water, its natural functions is gradually lost, so that the water body in river be made to be increasingly turned to black and odorous water.
Currently, be directed to polluted river channel and city black and odorous water Improving Measurements, mainly by repairing canal diversion, Jian Ba is blocked
The measures such as dirty and bed mud dredging are cut in dirty, control source, but usually require to carry out the construction of conveyance system using the above method, so not
Only implementation cost is higher, and financial burden is big, and can occupy the confined space in city, influences the construction plan of city appearance.
Utility model content
It is existing above-mentioned when in order to solve using existing conventional pollution treatment measure to river water in city body progress purified treatment
Problem, the utility model proposes a kind of novel waterwheels to combine biological delaying basin integral type sponge system.The system, including biology
Waterwheel and biological delaying basin；Wherein,
The biology waterwheel, including waterwheel, baffle and bucket；The baffle and the bucket are along the circumferential direction distributed
It is fixed on the waterwheel；The baffle be equipped with it is composite porous, and it is described it is composite porous on be attached with micro- life
Object bacterium colony；
The biology delaying basin, including vegetable layer and sand stone layer, wherein vegetable layer be located at the sand stone layer top and
It is consolidated by sand stone layer；
It is connected between the biology waterwheel and the biological delaying basin by gutter, the upstream of the gutter is located at institute
The upper level position of waterwheel, the river water that bucket described in access is poured out are stated, the downstream of the gutter is located at the biological delaying basin
Vegetable layer position, river water is drained in the biological delaying basin.
Preferably, described composite porous for trapezium structure；With the rotation of the baffle, trapezoidal bottom edge and the water surface
It carries out front face and at least one waist edge is curl.
It is further preferred that described composite porous equipped with solarization air cap.
Preferably, the vegetable layer is made of the mixing of Eichhornia crassipes, canna glauca, yellow flag and Lythrum salicaria.
It is further preferred that the vegetable layer be about 20% by planting proportion Eichhornia crassipes, planting proportion be about 30% water
Raw canna, planting proportion are about 20% yellow flag and planting proportion is about 30% Lythrum salicaria mixing composition.
Preferably, the sand stone layer is buffered by the stone erosion control brush layer, fine sand filter layer, middle sand being successively laid with from the top down
Layer, coarse sand flood layer and draining gravel layer composition.
It is further preferred that the root system of plant in the vegetable layer passes through the stone erosion control brush layer, the fine sand filters
Layer and the middle sand buffer layer, which are taken root to the coarse sand, floods layer.
Preferably, which further includes storage pond；The storage pond is located at the downstream position of the biological delaying basin, is used for
Store the river water of the biological delaying basin discharge.
Preferably, which further includes control unit and detection unit；The detection unit is for detecting quality of river water, institute
State the velocity of rotation that control unit controls the waterwheel according to the testing result of the detection unit.
It is further preferred that the detection unit is divided into upstream detection unit and downstream detection unit；The upstream detection
Unit is located at the upstream position of the waterwheel, and for detecting upstream quality of river water, the downstream detection unit is located at the waterwheel
Downstream position, for detecting downstream quality of river water.
It is net that biological delaying basin integral type sponge system progress river water in city body is combined using the waterwheel of the utility model
When changing processing, have the advantages that
1, in the present invention, by being arranged on the baffle of waterwheel composite porous and microbial bacteria being consequently formed
It falls, to drive the rotation of microbe colony to realize to the in-situ immobilization of river water using waterwheel, reaches the coagulation to river water；
River water is drained in biological delaying basin by bucket and gutter, to form the showering to river water, and will be net
River water after change is back in river, reaches the two stage treatment to river water.In the process, not only just direct near river
The purified treatment to water body is completed, eliminates and repairs canal diversion, Jian Ba blocks dirty engineering construction, so that financial burden is reduced, and
And using waterwheel as the ornamental value of landscape and the Greening functions of biological delaying basin, can greatly improve and improve the appearance of the city city
Looks.
2, biological waterwheel in the present invention, is formed by baffle, composite porous and microbe colony, thus
By the rotation of biological waterwheel, the regional area of aerobic environment is formed about in baffle.In this way, can not only exist by microorganism
Organic substance in water is effectively removed in aerobic environment, and aerobic environment region be located at underwater anaerobic environment region into
Row river water has formed the alternating of anaerobic environment when exchanging, so that purification removal can be carried out to BOD, COD, TN, TP in water again,
To realize that the comprehensive high-efficiency to river water in-situ immobilization is handled, the purification efficiency and effect to river water are greatly improved.
3, it in the present invention, is filtered by the way that vegetable layer, stone erosion control brush layer, fine sand are arranged in biological delaying basin
Layer, middle sand buffer layer, coarse sand flood layer and draining gravel layer, and a variety of different types of plant mix and match compositions is selected to plant
Nitride layer.Physical deposition purification is carried out to the pollutant in river water in this way, both can use sand stone layer, also can use a variety of differences
Plant carries out absorption cleaning to variety classes pollutant in river water, handles to realize the comprehensive high-efficiency of river water showering,
Greatly improve the purification efficiency and effect to river water.
Detailed description of the invention
Fig. 1 is the schematic diagram that waterwheel combines biological delaying basin integral type sponge system in the present embodiment；
Fig. 2 is the structural schematic diagram of biological waterwheel in Fig. 1；
Fig. 3 is the structural schematic diagram of biological delaying basin in Fig. 1；
Fig. 4 is the schematic diagram that porous compound version is connect with baffle in the present embodiment.
Specific embodiment
It describes in detail with reference to the accompanying drawings and examples to the technical solution of the utility model.
In conjunction with shown in Fig. 1 to Fig. 4, it includes biology that the waterwheel of the present embodiment, which combines biological delaying basin integral type sponge system,
Waterwheel 1, biological delaying basin 2 and gutter 3.
Biological waterwheel 1, including waterwheel 11, multiple baffles 12 and multiple buckets 13.Wherein, it multiple baffles 12 and multiple mentions
Bucket 13, which is distributed uniformly and circumferentially, to be fixed on waterwheel 11, and the rotation of circumferencial direction is carried out under the drive of waterwheel 11.Gear
Corrosion-resistant, resistant to pollution composite porous plate 14, such as polyvinyl chloride, polyethylene or polystyrene material are additionally provided on plate 12
Porous plate, and be attached with microbe colony on composite porous plate 14.
In the present embodiment, the diameter dimension of entire waterwheel 11 is about 7 meters, and is directly anchored to city by support frame
The bank in interior river, and keep about the 40% of entire waterwheel to be immersed in formation haptoreaction area in river water.Meanwhile in waterwheel
11 are equipped with solar panel and motor, carry out auxiliary drive to motor by the electric energy that solar panel generates, thus
It drives waterwheel 11 to be rotated, controls the revolving speed of waterwheel in 0.8~3.0r/min.Equally, in other embodiments, according to river
Waterwheel can also be set up and be fixed on the bridge of crossing river channel and adjust water by the case where two sides planning in road and river discharge
The diameter dimension and velocity of rotation of vehicle.
Biological delaying basin 2 be multi-layer structure design, and be from top to bottom followed successively by vegetable layer 21, stone erosion control brush layer 22,
Fine sand filter layer 23, middle sand buffer layer 24, coarse sand flood layer 25 and draining gravel layer 26.In the present embodiment, biological delaying basin
Using long 7m, the cuboid flower pool structure of high 1m, wide 1m design and are arranged in the bank of river two sides, can be by most with this
The vegetable layer on upper layer carries out urban afforestation.
Wherein, in the present embodiment, sand stone layer is by the stone erosion control brush layer of 0.05m, fine sand filter layer, the 0.05m of 0.25m
Middle sand buffer layer, 0.25m coarse sand flood the draining gravel layer composition of layer and 0.1m, make the porosity of entire biological delaying basin
About 0.42, to reach osmotic absorption and drain the optimum efficiency to balance each other.Equally, in other embodiments, according to setting
It counts the constituent that require can also to sand stone layer and laying depth is adjusted, to meet corresponding using effect.
It is connected between biological waterwheel 1 and biological delaying basin 2 by gutter 3.Wherein, the upstream of gutter 3 is located at waterwheel 1
Upper level position, the river water that access high position bucket 13 is poured out, the downstream of gutter 3 is located at the vegetable layer in biological delaying basin 3
River water is drained in biological delaying basin 2 by 21 positions.
Biological delaying basin integral type sponge system is combined using the waterwheel of the present embodiment and carries out the processing of river water in city matter
When, waterwheel 11 is rotated under the drive of the motor, and baffle 12 and bucket 13 are rotated under the drive of waterwheel 11, repeatedly
Enter and leave haptoreaction area.
In the process, the composite porous plate 14 on baffle 12 carries out alternately connecing repeatedly between air and river water
River water is anchored in composite porous and carrying carries out oxygen uptake into air, makes the molten of composite porous middle river water by touching
Oxygen amount is promoted to a certain concentration and forms aerobic environment.In this way, not only the microorganism on composite porous plate 14 can be in baffle
Around aerobic environment in purification removal is carried out to Organic substance in water, and around baffle aerobic environment region in haptoreaction area
The alternating that anaerobic environment has been formed when river water exchanges is carried out with underwater anaerobic environment region, thus again can in water BOD,
COD, TN, TP carry out purification removal, to complete globality to the in-situ immobilization of river water.
At the same time, under the drive of waterwheel 11, river water is promoted to upper level position and pours into gutter 3 by bucket 13
In, river water is drained in the biological delaying basin 2 on river bank by gutter 3, by biological delaying basin 2 to the layer-by-layer of river water
Infiltration is completed the purification absorption to pollutant and is handled, to realize the showering to river water.
Wherein, in the present embodiment, river water is drained in a biological delaying basin by biological waterwheel by a gutter
Carry out showering.It equally, in other embodiments, can be by more according to the detergent power of river discharge, biological delaying basin
River water is branched in multiple biological delaying basins and synchronizes showering by gutter, is improved the purification efficiency to river water, is increased
Add Afforestation Landscape quantity.
As shown in connection with fig. 4, in the present embodiment, composite porous plate 14 uses trapezium structure, and occupies about gear
2/3 region of 12 surface area of plate, and two trapezoidal bottom edges and one of waist edge are neat with three sides of baffle 12 patch respectively
It is adhered fixed, another waist edge then uses curl form, guarantees the biofilm effect of composite porous plate 14 with this, crosses water flow
Water flow velocity is measured and crossed, so that the microbe colony on composite porous plate 14 is maintained optimum growh state, to form stabilization
Permanent river water handles the ecosystem.
In other embodiments, according to operating conditions such as pollution of estuary situation, waterwheel velocity of rotation and river flow speed
Difference, can be to the shape and song of position of the composite porous plate on baffle, accounting area and composite porous plate
The geomery on side carries out appropriate adjustment, or even two waist edges are both designed as curl form, water speed is improved, to maintain
The optimum growh environment of microbe colony on composite porous plate.In addition, according to the upgrowth situation of microorganism in river water, it is porous
Microbe colony can both be established by the way of preparatory artificial growth on composite panel, can also pass through the rotation with waterwheel
Microorganism in river water is attached on composite porous plate, and then gradually forms microbe colony.
In addition, as shown in connection with fig. 4, being additionally provided with a solarization air cap 141 in the central area of composite porous plate 14, being used for
The aerobic aeration efficiency for improving composite porous plate, enhances the clean-up effect of microorganism.Equally, in other embodiments,
Quantity and the position that can according to need adjustment solarization air cap, meet the aeration requirement under corresponding operating condition.
Preferably, in the present embodiment, the vegetable layer 21 in biological delaying basin 2 is made of a variety of different plants.In this way, can
With the purified treatment ability by different plants to different pollutants, entire biological delaying basin is promoted to the clean-up effect of river water.
It is further preferred that in the present embodiment, Eichhornia crassipes that vegetable layer 21 is about 20% by planting proportion, planting proportion
About 30% canna glauca, planting proportion are about 20% yellow flag and planting proportion is about 30% Lythrum salicaria mixing composition.This
When, TP and heavy metal ion in river water can be effectively removed using Eichhornia crassipes, river can be effectively removed using canna glauca
The pollutants such as the TN in water can effectively remove the pollutants such as TN, TP, COD, the antibiotic in river water using yellow flag, utilize
Lythrum salicaria can effectively remove the NH in river water3The pollutants such as-N, heavy metal, antibiotic, to realize to dirts a variety of in river water
The comprehensive decontamination processing for contaminating object, improves the whole purified treatment effect to river water.Equally, in other embodiments, according to river water
The difference of middle pollutant kind can be adjusted change to floristics in vegetable layer and ratio, to reach whole to river water
The effect of body purified treatment.
In addition, in the present embodiment, the root system of plant in vegetable layer 21 is passed through stone erosion control brush layer 22, fine sand filter layer
23 and middle sand buffer layer 24 take root to coarse sand and flood in layer 25.In this way, not only can be by stone erosion control brush layer, fine sand filter layer
The stability that plant is improved with middle sand buffer layer, guarantee vegetation stablizes growth, and can greatly increase root system of plant whole
Distributed areas in a biology delaying basin, improve time of contact and the area of root system of plant and river water, improve to polluting in river water
The absorption of object and clean-up effect.
At the same time, as shown in connection with fig. 3, water distributor 27 is additionally provided on biological delaying basin 2.Water distributor 27 is detained along biology
The length direction in pond 2 is fixedly mounted and is connected to gutter 3, while being equipped with multiple water outlets along the length direction of water distributor 27
Mouthful.In this way, the river water in gutter can be evenly distributed in entire biological delaying basin by water distributor, improve vegetation and
The efficiency and effect that sandstone handles river water cleaning.
As shown in connection with fig. 1, the waterwheel of the present embodiment combines biological delaying basin integral type sponge system, further includes storage pond 4.
Storage pond 4 is located at the downstream position of biological delaying basin 2, for storing the river water being discharged after biological delaying basin 2 purifies, it can also be used to
Carry out greening irrigation, road surface spraying uses, or even extra river water is led back into the downstream in river, river water in raising river
Water quality.
As shown in connection with fig. 3, in the present embodiment, it is connected between storage pond 4 and biological delaying basin 2 by perforated drain pipe 5.
Wherein, the nose end that catchments of perforated drain pipe 5 is located in gravel drainage blanket 25 and fixes at certain slope, perforated drain pipe 5
Outlet end is connected to storage pond 4, so as in time by purified river water in biological delaying basin 2 be drained in storage pond 4 into
Row storage uses.
As shown in connection with fig. 1, the waterwheel of the present embodiment combines biological delaying basin integral type sponge system, further includes control unit
6 and detection unit.Wherein, detection unit, can be to river by the transmission-type intrusion type probe of detection device, such as variable light path
The water quality of water is detected, and control unit 6 use computer controlling terminal, and with detection unit and driving waterwheel motor into
Row connection, according to the testing result of detection unit, is adjusted control to the velocity of rotation of waterwheel, to reach to river water cleaning
Optimum efficiency and efficiency.
Preferably, detection unit is divided into upstream detection unit 71 and downstream detection unit 72.Wherein, upstream detection unit 71
Positioned at the upstream position of waterwheel 2, for detecting the quality of river water of upstream, downstream detection unit 72 is located at the downstream position of waterwheel 2,
For detecting the quality of river water in downstream.In this way, the comparison point by control unit to upstream detection result and detected downstream result
Analysis can quickly judge the water quality situation of river water, and then control the rotation of waterwheel, be adjusted to the purified treatment of river water.
It further, can be with after the purified treatment and detection and analysis for carrying out a period of time for the river water in same river
Foundation determination is carried out to the relationship between the testing result and waterwheel velocity of rotation of quality of river water by the statistical analysis of data, from
And during subsequent purifying water process, water is directly automatically controlled according to built relationship and water quality detection result by control unit
The automatic operation handled river water cleaning is realized in the operating of vehicle.
Claims (10)
1. a kind of novel waterwheel combines biological delaying basin integral type sponge system, which is characterized in that including biological waterwheel and biology
Delaying basin；Wherein,
The biology waterwheel, including waterwheel, baffle and bucket；The baffle and the bucket are along the circumferential direction distributed fixation
On the waterwheel；The baffle be equipped with it is composite porous, and it is described it is composite porous on be attached with microbial bacteria
It falls；
The biology delaying basin, including vegetable layer and sand stone layer, wherein the vegetable layer be located at the top of the sand stone layer and
It takes root into the sand stone layer；
It is connected between the biology waterwheel and the biological delaying basin by gutter, the upstream of the gutter is located at the water
The upper level position of vehicle, the river water that bucket described in access is poured out, the downstream of the gutter are located at the plant of the biological delaying basin
River water is drained in the biological delaying basin by tegillum position.
2. system according to claim 1, which is characterized in that described composite porous for trapezium structure；With described
The rotation of baffle, trapezoidal bottom edge and the water surface carry out front face and at least one waist edge is curl.
3. system according to claim 1 or 2, which is characterized in that described composite porous equipped with solarization air cap.
4. system according to claim 1, which is characterized in that the vegetable layer is by Eichhornia crassipes, canna glauca, yellow flag
It mixes and forms with Lythrum salicaria.
5. system according to claim 4, which is characterized in that the phoenix eyes that the vegetable layer is about 20% by planting proportion
Lotus, planting proportion are about 30% canna glauca, planting proportion is about 20% yellow flag and planting proportion is about 30% Lythrum salicaria
Mixing composition.
6. system according to claim 1, which is characterized in that the sand stone layer is prevented by the stone being successively laid with from the top down
Erosional layer, fine sand filter layer, middle sand buffer layer, coarse sand flood layer and draining gravel layer composition.
7. system according to claim 6, which is characterized in that the root system of plant in the vegetable layer is anti-across the stone
Erosional layer, the fine sand filter layer and the middle sand buffer layer take root to the coarse sand and flood layer.
8. system according to claim 1, which is characterized in that the system further includes storage pond；The storage pond is located at institute
The downstream position for stating biological delaying basin, for storing the river water of the biological delaying basin discharge.
9. system according to claim 1, which is characterized in that the system further includes control unit and detection unit；It is described
For detection unit for detecting quality of river water, described control unit controls the waterwheel according to the testing result of the detection unit
Velocity of rotation.
10. system according to claim 9, which is characterized in that the detection unit is divided into upstream detection unit and downstream
Detection unit；The upstream detection unit is located at the upstream position of the waterwheel, for detecting upstream quality of river water, the downstream
Detection unit is located at the downstream position of the waterwheel, for detecting downstream quality of river water.
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| CN201920121114.XU CN209468200U (en) | 2019-01-24 | 2019-01-24 | A kind of biological delaying basin integral type sponge system of novel waterwheel joint |
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| CN201920121114.XU CN209468200U (en) | 2019-01-24 | 2019-01-24 | A kind of biological delaying basin integral type sponge system of novel waterwheel joint |
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| CN209468200U true CN209468200U (en) | 2019-10-08 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109574239A (en) * | 2019-01-24 | 2019-04-05 | 兰州理工大学 | A kind of biological delaying basin integral type sponge system of novel waterwheel joint |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109574239A (en) * | 2019-01-24 | 2019-04-05 | 兰州理工大学 | A kind of biological delaying basin integral type sponge system of novel waterwheel joint |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20191008 Termination date: 20210124 |